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HomeMy WebLinkAboutWWP2703372.2REVISIONS: N 0 o U 0 00 Z Y � Z k' m ga w o a a o En v z z Q � (L w W J Q m 0 I- Z v, W J W IL cr T L a z va W a 2 U. Z OO Q a Um �I U �W Z pFa 0 ri0 O } = J N aZs II Z JZo , w Jo0 e- z a O O F Z J aL'U V) W a) J W J � w � �i 2 9 vw � O Q VVi 0 0 � J 4. W J �- Q Q � 0 U y. X M z w 0 U Z Z O O Z S W �cr_ 0 F- U w a PORTION OF ..THE S.E. 1/4 S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 18 -- ---IF C'UVER 422420 1 uVl _ R f 1 - - - - - - - ------- - - - - - --- A16i 1 1 18 ___ _ t l I PAD= 423.5 m I I � 1--, �_, � ' t j 42 v PAD=423. 0 1 S 1po f ;� z� r INV.= SSMH#3 20.01 L 1 Z SSMH#3A 3.26L I 417.31 ! i S=0.0 00 J� ' 3+39.02 STA. 0 +27. 54 STA.=8*28:-4. 28 00't- ---------- - I MIN_ ( -------� ` RIM ELEV 4' 42 I RIM ELEV .. T 424.93 -- - I ' I.E. 8-PVC (In�x`�- 1�. _ ce� I.F�i"P�LC1J 8 _ - ii42 I.E. 8"PV6 (In) W I.E. 8"PVC (Out) E� -- - --' -- - - .,6 r i ' _ _ ��, I.E. 8"PVC ;(Out) N=4#§ ' 426 d ! 1041E 8 S - ! rg I = STA. 452.63 (14TH NE TH PL- - ---- - 1 ACCESS/ UT1L. -s . 3+ �24 TA 31.21 (RE . 0 } ' 16 ``\\ 1 i - - - -` �_ is ESMT '1 '�' sT.l 1+a2 s 1 4�g e A. = ` r 417.56 - / I I \\416.60 7 -1 CD ° CD \ yy„ 428 .I I / a PAD=427.'5 - 42 t t �i 430 � � I PAD=428.5 6 J N `` d i t._ I I ! PAD=428.0 \j t� `1 1� t,1 t r C Cl Z fin' rn L' d 21, 430 i-------,�-- 1 `� 21' 16' 'TRi4CT'L 1 ° rf , �- (OPEN SPACE'` 1 SCALE 1 =120 MATCH LINE SEE ---=-----= 32-----------------=-���- - --- l - --�-kkz2+20.67AVE) SCALE • r7%... ZONTAL I - 20 VERTICAL 19 = 5' 35.0 435. +-I--I--I-I- ........ w O.. z .. SSMH#3A:... ssNiH#3..... 20.01 L 3 26L .. 3+39.02STA:=3+39�48-... .. ; ........ . H .............:.:. . II..�.� 0+27.54 .STA.=0�83 BE} ........:... RIM ELEV = 47 423. 4 , J o_ ................. . Z Q o..?-.+ :.. RIM ELEV _ An, rin 424, 93 , - .+---'T. , .. E. 8"PUC In S-A, �„ .. �9 i6.41! O Q y........ ....... 430. H + : o ...............................�... z..............:... 1 LE. 6 PVC ...................................... LE. 8 PVC In S=T 416 981 " (.. } ..... .........E:....g...puG...{In}....W�.......1��41. (Out) =A, 416.8 ,. ¢?..0...................................................................... W . 30.0 • a Q O �.:.X.V) m... " ......... .E..8 P\tc_ (out) . N=41r5.58. 415.•S1 , cn .... ......... z W ....... . .... ;..........;EXISTING GRADE....... '..... .? .................. . .... . ....... . .... ... ... ... ....0.1 .......................................:....... Z to ..................:......................... -+ 25.0 ............425................... . ... .� .............._0--- T kI . . . . . . . . . . . . . . . .. . . . .. . .. _ . .... .��.I. . . ... .. . . .:.. . . . .I. I.''. to U W:. :in- ........ ....... . 420. .......................;........................................;.............. .....:........ I! _ r , �.._,.._ - - - - - - - __ = -- ............................... - 20. -- - - - - L.-1. . . . . . . . . . . . . ..............0. ..:............... SS.................... ........,......................... ........................... ........ _ S� 415. .................................<................................. :...............n.....................:...:.......... _.....'...................................................................................... S- 0.014E .......:...................................... .................................. .......................... .. r.. 15.0 n ....... ........ ... ........00. ti.......Lo�. II ........ N ..... lZl . 's ........ . ... ......... :..:....:...... M.Z........ d...:.... ............ II..?........ Lo 410. .......:.:..:.........:..........<.....................:...............:.v............... o+. ......:............� ...................................... Q:• o.`z...... + Q..:........ . ... o..........;....................................... Q................:...............:.:....... :....'.........:.. ............ .. :........... .. <... 4100 ..........€......:. z........ .>............. Q .EXISTING. CENTERLNE ..:. :........ . ..............:........:..... cr.? ....:......... ELEVATION ............. `. ...... ........ ........ ........... .......... .................... .......... :........ .PROPOSED FINISHED ...... :............................ ` CENTERLINE .ELEVATION . ........ ........ 405. 05.0 MM oM 00r Ui � � 0n0 10CIIIIi M to UiUo 04404 U Lo 04N �N 04 �N �N �N �N 04d- d '-d- MN N1* 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40 1 +60 1 +80 x ! TRACT A 12 ACCESS/ 1 Iti ? UPL '10' ----------------- --mE•nar ACCESS/ UTIL ESM7 i 9: 8: m l ' 794 i 6 ! 5 ! �, i ' 1 1 4 -----' - AC ' m C; �. 7{j CESS/ �� LML ` ESM i 3 ! 2 ! 1 KEY MAP SCALE : 1" = 100' AS BUILT INFORMATION ADDED BY GEODIMENSIONS INC. VERTI L DAT UM C A VERTICAL DATUM: CITY OF RENTON (NAVD88) BENCHMARK SITE BENCH MARK: A 1-1 /2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. CITY OF RENTON 159) ELEV.= 415.95' BASIS OF BEARING BASIS OF BEARINGS IS PLAT OF HIGHPOINTE DlWSION II (A.K.A. GREENFIELD ll), VOL. 216 PG. 30 SITE AREA = 98082.67 S.F. OR 2.25 ACRES+/- c 227010 __ CHECKED FOR COMPLIANCE RECOMMENDED CALL 48 HOURS TO CITY STANDARDS FOR APPROVAL BEFORE YOU DIG Date BY 1_Qf%n_d7d_r%r%r%A Date BY: coo 00 > O 00 Q� rn � 0 TW 00w- LJW 00 ~Z dLO W10<Q 0W U wJ U U ap •twU bD Z 0 00 Q 00 0011-1 z Q LL OF o a00o I J a0 jri)Qoo LLII°JJ��� Q W cn i W QUI �c° 0 Ii 0 < 00 co IL 0(ro-0)0- PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH PL SANITARY SEWER PLAN AND PROFILE 06085SW02-C18.DWG malb., - Admillikk